One-Dimensional Plasticity – Orthotropic Case
Determination of the maximum deflection of a three-dimensional block fixed at the both ends. Block is divided in the middle: The upper half is made of an elastic material and the lower part is made of the timber - an elasto-plastic othotropic material with the yield surface described according to the Tsai-Wu plasticity theory. The block's middle plane is subjected to the vertical pressure.
Programme de base
Logiciel de calcul de structures aux éléments finis (MEF) pour les structures 2D et 3D composées de plaques, voiles, coques, barres (poutres), solides et éléments d'assemblage
3 540,00 USD